Advance Steel detailing software helps accelerate design, steel detailing, steel fabrication, and steel construction. Intelligent 3D autodesk advance steel 2016 tutorial pdf free tools help you accelerate design and detailing processes.

Speed autodesk advance steel 2016 tutorial pdf free to fabrication and construction with tools that automatically generate shop drawings and deliverables. Graitec demonstration videos illustrate the structural steel design tools in Advance Steel; features include a library of intelligent parametric structural elements, steel connections, and plates. Model custom elements and custom connections.

Advance Steel frre the user with a large library of structural elements and design functions such as:. Advance Steel supports all basic and widely adopted CAD concepts and functions snap points, grip points, copy, etc.

Advance Steel comes 216 a comprehensive library of customizable automatic joints more than jointswhich increase autodesk advance steel 2016 tutorial pdf free speed and efficiency of modeling connections. In addition to the default library, Advance Steel also offers the possibility to create specific custom connections using a wide range of tools:. All custom connections, autodesk advance steel 2016 tutorial pdf free simple to extremely complex, can be saved, previewed and reused from within the Connection template explorer, and even modified autodesk advance steel 2016 tutorial pdf free suit other needs.

Model courtesy from SST-Ing. The enhanced Connection Vault streamlines workflow with autodesk advance steel 2016 tutorial pdf free following features:. Advance Steel assigns automatic part marks to the entire model which can also be based on user defined numbering prefix method, starting number and increment.

The powerful model checking tools is Advance Steel for element collisions, tool access buildabilityand consistency of element marks fabrication, delivery and assembly ensure accuracy and quality are maintained.

Knowledge Engineering: Advance Steel integrates a new adaptive technology that automates and significantly accelerates joint creation. When creating a joint, Advance Steel analyses its environment and recognizes ttutorial a similar situation has occurred in the past. The software then suggests the optimal joint in the desired category while taking into account its structural integrity. Advance Steel can now automatically design common joints within the user interface. To create a joint the user specifies the forces kip and Advance Steel quickly designs the joint.

The correct type and quantity of bolts, plate thickness, etc. Click above for fre streaming video on Advance Steel. Learn more about connection design according to Eurocodes 3 in Advance Steel…. Sheet and plate metal work Autodesk Advance Steel is the only CAD software for steel structures that easily models sheet metal work. It only takes a couple of clicks to create a complex element, for example, a conical shape from two CAD entities circle, square, etc.

The drawings for these shapes are automatically obtained along with their unfolded representation. Advance Steel offers unrivalled, flexible and secure multi-user functionality offering:. Automated drawing creation. Once the design is completed, Advance Steel offers a wide range of automated functions to create all the fabrication and general arrangement http://replace.me/22709.txt. A large tutofial of formats e.

A4 to Http://replace.me/11622.txt and different page layout templates are available.

Each detailed drawing is created as an individual DWG file. The details are automatically labeled and dimensioned. Autodewk are available for a wide range of uses and countries and the drawing layout may be customized with user specific requirements using the Drawing Style Manager. Document management Once the drawings are completed,bills of material lists and NC files can be created.

The user can select from different predefined or custom formats: content definition, insertion of logos, customizable sorting, etc. Advance Steel Document Manager is a powerful yet user-friendly centralized time saving tool to check drawings, sort out details and print согласен windows 10 activation key 2019 64 bit free download ошибаетесь of materials.

Advance Steel automatically creates revision страница in drawings for modifications compared to the previous status of the drawing. This considerably helps users have better control on changed elements after an automatic update of the drawings with a revision number and removes a high degree of risk.

Customer Project Advsnce Click here to see autodesk advance steel 2016 tutorial pdf free the customer projects. Starting Guide. Since the initial product releases, Посмотреть еще has made development efforts to improve and expand auttodesk functionality of those products to better autodesk advance steel 2016 tutorial pdf free the needs of our customers.

Autodesk Advance Steel The You can get information on this release on One Team Source. Users can learn about new features and enhancements from Autodesk Advance Steel Help. Is the Advance Steel The Advance Steel The Advance Concrete Is Advance Steel What is the Advance Steel plug-in for Autodesk Revit?

Where can I access the plug-in? A new version of the plug-in to support the Are Advance Steel Customers using Advance CAD should contact their local dessert order game for pc Graitec Reseller to determine the best solution for their needs going forward. Facebook Twitter. Download Free trial. What’s new. Steel modeling NEW. Complete toolset for structural steel detailing. Bidirectional link with Revit Speed time to fabrication with Revit design data.

Navisworks compatibility Integrate data for a whole-project review and effective collaboration. Structural Modeling. Sheet and plate metal work. Autodesk Advance Steel is the only CAD software for steel structures that easily models sheet metal work. Multi-user collaboration. Advance Steel offers unrivalled, flexible and secure multi-user functionality offering: Speed improvements to model a big project multiple users working on the same DWG file Display performances tools to display only selected elements Flexibility joints can be created between elements modeled by different users Security an element being used by one person cannot be modified by another Information real-time information of model changes.

Function for automated view creation on the drawing for special situations such as a complex detail or a base point with the foundation. Flexibility in the choice of the presentation rules for the details.

Document management. Once the drawings are completed,bills of material lists and NC files can be created. Customer Project References. Advance Steel Documentation. Learn about main features of Advance Steel Who is entitled to access this software release? How do Autodesk Subscription customers access the software release? In which languages are tuotrial Where can I find out what is new in the Autodesk Advance Steel Compatibility and interoperability Is the Advance Steel WordPress Lightbox.

Model courtesy from Konstruktoriu cechas Ftee.

 
 

 

Autodesk advance steel 2016 tutorial pdf free

 

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Autodesk Advance Steel Free Download – Get Into PC

 
 

The lines are only extended after you accept. These are used to identify the elevation of a point according to a specific datum often sea level. The Advance Steel Level Symbols enable you to define a global datum level. Level Symbol The level symbol inserts a small symbol into the model to identify the correct height at a specific reference point. For example, if your site zero is at above Sea Level, you would enter as the global datum level.

If you then place a level symbol on some beams above the site zero the Relative Level is and the Absolute Level is All of the level symbols in a model share the same Global Datum Level. General Arrangement type drawings often automatically place level symbols or dimensions in the drawings where you have included level symbols in your models.

Draw the main building grid and the different grid for the mezzanine. Grid A1 is at the WCS origin. Ensure that you match the position, directions, and labeling in the drawings. Many buildings are based on or include one of three common types of frame. Portal Frame This macro creates four beams that are arranged as a Portal frame based on several input points. The frame can be non-symmetrical if required.

A symmetrical frame is created with a default height. The Portal Frame Properties dialog box opens. When creating a symmetrical frame, other specific options are disabled. If you change this value column 2 moves to suit. Changing it adjusts the rafter beams. Changing it adjusts the height of the columns. For example, if you selected points on a grid at level 0, but the foundations and base plates were actually at level , you should enter here.

The Eaves haunch joint commonly used at such locations enables you to add a stub here and that is usually more correct.

Note: The images in the dialog box help to clarify the available options. Gable Frame A gable frame is a Portal frame with extra columns across its width. Two extra tabs display in the dialog box. Mono-pitch Frame A Mono-pitch frame has a single rafter spanning the entire width rather than two rafters meeting at an apex, as in the Portal frame. The frame is drawn with a horizontal rafter and the Mono pitch Properties dialog box opens.

Note: It is not usually necessary to set a projection here because the Eaves Haunch joint typically used in these locations includes options for a stub to be added. Practice 7a Draw a Portal Frame 1. Continue working in the model that was created in the previous practice. Draw the frame between grids A1 and A3.

Ensure that you match the sections and dimensions to the structure. You can select the required section from a list. When drawing beams it is recommended that you use object snaps at logical design points and have the system lines meet each other. Straight Beam For a straight beam the method is the same no matter what section type you want to create, but there are different icons for each generic family of sections.

The beam and column creation commands allow you to create multiple sections without being interrupted by the properties dialog after creating each object. When you finish the command, a dialog appears, showing the common properties for the sections created in the last instance of the command. Changes made in the properties dialog apply to all sections created in the current command instance.

Curved Beams A curved beam of any section can be placed as follows:. The beam is created in the last section type used. The Beam Properties dialog box opens enabling you to select the section and other required properties. An additional Radius option is located in the Positioning tab.

Curved beams display as faceted on the model, but are always recognized as true curved beams in the drawings. This display is for performance purposes. Beam from Line If you need to create many beams, you might find it convenient to lay out all of the beam paths with ordinary AutoCAD elements and then convert them into beams. The selected elements are all converted into individual beams with the same properties.

If you selected polylines, each segment of the polyline is an independent beam compare this with Beam from Polyline. Beam from Polyline If you want to model a beam that has been bent into a shape other than a simple arc you need to use the Beam, polyline command.

These create common configurations of beams that are created using flats welded beams or sections compound beams , and welded together to form new profiles. These work like normal Straight beams with a slight change in the Properties dialog box.

The Sections tab is used to set the type and size of each individual member. Although made from several members these beams are treated as a single object as opposed to modeling several individual members with the straight beam commands. Cold Rolled Sections A large range of sections from specific cold rolled suppliers are also available.

Each icon pre-selects the stated manufacturer, but the rest of the functionality is the same as any other straight beam. The system called first drop-down arrow enables you to select the family of Preferred Sizes. The fourth drop-down arrow requirements. Autodesk representative for o Material: Enables you to select the material from which more information. The first drop-down is the type of material e. Note: Each of these drop-down lists is filtered to only display options that are common in your location depending on the language selected during the installation.

If the required option is not displayed in the short list, you can use the All option at the bottom of the list. Selecting it displays the full list of all of the entries that are included in the Autodesk Advance Steel software.

Warning: For non- o Offset: Select how you want the beam to be positioned symmetrical sections, relative to the selected points. The image of your beam such as Channels, type has 10 positions from which you can select.

Nine of Angles, and T these positions represent the four corners, the middle of sections, the the four sides, and the center. The tenth dot represents the positions in the Centre of Gravity of the section. Normally vertical middle of each side line up with the center members, such as columns, are placed using the Center of gravity and position.

Horizontal members, such as floor beams, are therefore are often typically placed using the Top Middle position. NOT in the middle of that side. Note: A line is drawn between the two selected points. It is called the System Line and does not move when you select these position offsets. The beam moves around the line.

Always draw the system line between your nominal design points and enable the Autodesk Advance Steel software to determine the detail. When a beam is first placed the. The flanges align automatically. If the box next to single part is checked, it indicates that the part is a single part. If the box next to Main Part is checked, it indicates that the part is the main part of the assembly.

This is selected in the drop-down list. When an object is created by an Advance Steel macro, the appropriate model role is assigned automatically. When you create an object manually, you must manually assign the model role. Only straight beams can be cambered. You might need to manually specify a Cambered Beam drawing style to benefit from this feature.

Assembly Fabrication Data is available only after you define the assembly by numbering or using Define as main part from the element properties dialog in the Naming tab.

The Assembly Fabrication Data is defined on assembly and is identical for all the assembly components. Approval status, Approval status code and Approval comment mark the modeling status of an assembly. Object Fabrication Data is always available and is defined on each object, even if some objects have the same Part Mark. Practice 7b Draw Beams and Sections 1. Draw the remaining members of the structure. Model all of the remaining beams and sections in the structure except the bracings.

Carefully orient and position each beam on the outside platform correctly. Although these commands each have an icon they behave as they would when using the command in the Transform Elements command and dialog box. They also use the last setting of the Include additional connections option in the Transform Elements dialog box. You might want to move, rotate, or change the length of a section. Alternatively, if you have a number of similar objects it might be easier to make one and copy it rather than modeling each one individually.

This enables you to control the display by easily identifying objects that are displayed differently and to only hide and display selected objects. When you work on this layer, objects that are created by the software are automatically placed on different layers depending on their object type. Normally, the layer on which an object is placed matches the type so that all of the sections are placed on the layer Beams, plates on Plates, bolts on Bolts, etc.

If you change the current active layer to anything other than Standard all of the objects are placed on the current layer, regardless of their type. You can hide, freeze, and lock layers as needed. However, objects on frozen, hidden, or locked layers cannot be edited. All of the members of a Railing are then placed on the layer Railings, rather than on Beams and Plates. Objects with their Model Role set to None are placed on the original layers.

It is recommended that you use the basic CAD command if the resulting object does not require any intelligent handling during the operation. Some of the basic CAD commands are also not very suitable to 3D e. For example, the following operations can be performed using the standard CAD commands:.

Drag the grip at the end. Match Properties. Use Transform Elements. After accepting the selection you are returned to the dialog box. If the objects are part of a joint e. If it is not selected, any relationships between the selected elements and others are ignored.

If you want to include joints between beams in the operation, do not select every member of the joint, just select the beams that are between the joints and ensure that this option is selected. Different operations enable and disable different options in the rest of the dialog box. Always select the operation before attempting to complete any other options because the values change when you change the operation.

If you follow the prompt, note the highlighted object in the selected objects. Identify the corresponding object in the new location and select it. However, if you do so the intelligence is lost.

Repeat this for all of the prompts. The edits are done. You can zoom, rotate, and pan as needed to inspect the result, but do not select another command. All of the new objects that have been created during transform are independent of the originals. Any joints created maintain their full intelligence. Therefore, to copy the complete Portal frame with joints from grid lines A to B, C, and D, you would need to do the following:.

In each case the Transform Elements dialog box has buttons that enable you to select points or offsets on screen using object snaps. This way you can achieve the correct value according to the current UCS, and have it relate to your operation.

Always test your entries using the Preview button rather than clicking OK immediately. If you do need to undo a transformation, a number of Undo commands are required. Although these commands each have an icon, they behave the same as when using the command in the Transform Elements command and dialog box. If you only want to extend, select Extend. If you want to do a mixture of both, select Auto. Enter the required option. Note that this prompt is over two lines.

Do not forget to read both lines if the prompt displays Select Objects:. Each beam is modified immediately. You can select individual beams or use a window selection to select multiple beams.

The end nearest to the pick point is changed. Edits take place immediately as you proceed. If you use the Auto mode to trim a beam, the side of the boundary object that is the shortest is the end that is cut off, regardless of the side that you select. If you use the Trim mode, the beam is cut on the side of the boundary object that you select.

In the following example, the blue beam is the cutting boundary. The brown beam is selected to cut at the point at which the cursor is displayed. The result with. When drawing beams, it is recommended that you use object snaps at logical design points and have the system lines meet each other. You do not need to edit the system lines to the exact length of the finished machined member, although it is preferable if it is close. If one of the members is subsequently edited, the joint automatically adjusts the length of both beams as required.

Therefore, you do not need to use this command very often. However, if the system line is noticeably different from the finished beam length it could have a negative effect on drawing quality. Sometimes a joint can be unique, but usually an engineer selects one of the many standard types of joints.

To make a joint, the beams must meet and be shaped around each other as needed. Additional plates, bolts, and welds are also usually required. The Connection Vault interface is used to organize all of the types of available joints. To place a new joint, it is recommended that you always start with the connection vault. The vault has three panes. The pane on the left contains a list of the many types of joints in a category type structure.

Use the category symbols to expand and collapse the groups of related joints. Select a joint name to display images of examples of the joint in the top right pane. These previews are only examples and not an exhaustive representation of what can be achieved.

The lower right pane displays a description of the joint and some additional information. Making a Connection An intelligent connection is made between two or three beams as follows:. These are generic prompts. The exact prompts vary depending on the joint that you have selected e.

After selecting the inputs, a small alert box might open prompting you that Template values were not found. Take defaults of the connection. This is for information only. Click the OK button to proceed. Note: This information might appear in the command line, depending on the default. In engineering terms, when placing a joint, the secondary beam transfers its load onto the main beam. In each case, due to the complexity of the joints and the number of parameters that can be varied, a large number of options are displayed in a large number of grouped tabs.

It would be overwhelming to try and list every option. Therefore, this training guide provides an overview of some of the common options or properties. To help you to identify the option or parameter that you need to set to adjust a specific dimension or position, each tab in the Properties displays an image of the various numbered dimensions.

The property options in that tab have corresponding numbers. Find the numbered dimension in the image and enter the required value in the field with the same number. For example, if the overall length of the end plates is dimension 3 you need to adjust it using the value in the 3. Length: field. Note that various options might be disabled. This is often because of the way in which another option has been set.

In the example, 3. In this option, fields 4 and 5 are valid and the overall length is calculated. If you would rather set the overall height of the plate, you need to change End plate length type to Exact Value from Top or Exact Value from Bottom.

Field 3 becomes available, enabling you to enter the required length. Field 4 or 5 is disabled and calculated as needed. Sometimes the options interact over several tabs in the Properties dialog box. Therefore, you might need to change the settings on the other tabs to enable a specific option on a specific tab. Sometimes certain types of joints can have unexpected results when applied to non-symmetrical sections, such as Channels or Angles. In most cases the required result can be achieved by trying different options and settings.

For example, depending on the section orientation, the Top and Bottom could be swapped when manipulating a joint on a Channel type section. Plate and Bolt Sizes and Projection Option The various parameters of the plates and bolts are usually on tabs that are grouped together under General or Plates and Bolts.

The sizes of the end plates or other plates that are created by a joint can be set in several ways. If the section is edited and changed later, the plate size and the spacing in the joint change automatically to maintain the same projection dimensions. The plate size is then calculated based on the overall bolt spacing. If the section is edited later, the joint updates automatically to maintain the bolt positions relative to the new section size and the plate size relative to the bolt positions.

If the section to which the plate is fixed changes, the plate size does not update but remains at the set size. You might want to select Projections or By Bolt so the joint updates when a section changes size. However, there might be problems. Most standard sections do not have a convenient overall size. In many standards, the overall size is not the same as the nominal size. For example, a UK Universal Beam x x 43 actually measures If you add a 50 Projection to this, the finished plate would measure These are not good dimensions to which to manufacture.

In most cases it is preferred, and cheaper to manufacture, if you use dimensions that can be constructed from standard Flat sections. Therefore, in this example, plates measuring wide could be cut long from a Flat x. For Bolt spacing, the equivalent of the Projection option would be the From Section option or a similar option. It is often recommended that you use another option and set the round dimension for the spacing, rather than having bolt centers, such as The Bolt type and diameter can be set in the Bolts and Holes tab.

Each type of bolt has specific combinations of nuts and bolts such as Standard or Nut and 2 Washers that are valid and you must select one of them in the Bolt Assembly box. The bolt diameter can be set in the Diameter field.

The bolt length is automatically selected from a list of standard bolt lengths that have been defined in the software. The options and dimensions controlling the plate sizes in joints are often located in the same tabs as those for the bolts. In general there is a set of options for Notches that enable you to control the clearances that are required for each case.

In most cases the plates or other sections that are created as part of a joint are welded to one or another member of the joint. The sizes of these welds might need to vary to suit the section and loading and this can be done in the Welds tab. Many joint types enable extra plates to be welded in to strengthen the joint.

These plates follow fixed rules and are controlled by sets of options on tabs called Stiffeners. Depending on the type of joint there might be extra options that are unique to that type of joint. These options typically have an extra tab in the Joint Properties dialog box. The first option on the tab is generally a tick box to enable the option, although this might be located on another tab.

Rather than having to create each joint and repeatedly set all of the parameters individually, there are several ways to efficiently repeat a joint. All of the joints remain independent of each other. Repeat Rule If you want to create another joint of the same type, but not necessarily with the same parameters, you can use the Repeat Rule command instead of using the Connection Vault again.

This places the joint and opens the Joint Properties dialog box I which you can set the required parameters. Joint Copy If you want to add another joint with the same type and parameters as an existing joint to your model, you can use the Create by template command.

When all of the required. The Joint Properties dialog box does not open. Joint Copy, Multiple If you have many identical or similar situations in which you want to repeat a joint such as 25 Cold Rolled Floor Beams to the Hot Rolled Supporting Beam , you can use the Create by template, multiple command. You should select all of the main beams for all of the required locations to which you want to copy the joint and then accept.

For example, in a Double Sided End Plate it is one of the secondary beams. You should select one secondary beam in each location to which you want to copy the joint and then accept. As with the first and second input, select the appropriate members in each location to which you want to copy the joint and then accept. All of the joints that are placed have identical parameters to the one copied.

The joint box is not displayed. Note: Be careful when using this with double-sided joints, because it might result in two copies of the joint in the same location. Note: Do not try to place too many of variations in one move. While the command is good at identifying different orientations or configurations, if you include too many in one command, problems can occur. The Library is located on a tab in the Joint Properties dialog box. It includes columns for every parameter in the joint.

In each case the table includes columns stating the class and size of the member s on which the joint was placed and a comment or name for the entry.

If it finds a match, it applies the settings stored with that entry in the Library. The selected line in the table is normally highlighted in blue. Therefore, you do not need to set multiple parameters each time you place the joint.

The software does not search the table when you are using Create by template or Create by template, multiple because these commands are designed to copy the same It is possible to turn parameters as the selected example joint. This is not an error.

It is information that your joint instead. To do so, in does not match a pre-defined configuration. Select corresponding parameters are applied immediately.

There can be a recognized standard for providing set dimensions and sizes that have been defined for a specific load on a specific joint type.

The Library is the ideal place in which to define these parameters, so they can be used easily. These recognized pre-defined settings have been stored in the Library as part of the standard installation. Once applied, there is no link between the joint parameters and the Library.

Therefore, you can override any setting without affecting any other joints or the table. New entries are usually, but not always, at the bottom of the table. New entries display a dash in the Comment column. To maximize the The Library entry is now available for use in any future joints of that power and flexibility type. The Library is stored on a specific PC, which remains available of the Table and to for all of the projects and users on that PC.

You can also set the preferred default values that can be used when a better match is not found by creating a Default entry in the table. These are outside the scope of this training guide. Ask your Autodesk representative for more information. Sometimes, you might need to link a number of joints together so that if one changes, they all change together and continue to match.

In this case you can use the joint group commands. When joints are in a joint group, one joint is the master and the others in the group are slaves and must always match the master. Any changes to the master joint are immediately applied to all of the slave joints. If you open the Advance Joint Properties dialog box for a slave joint you can note all of the settings for the options, but they are all grayed out and disabled to prevent editing.

Create a Joint in a Joint Group This command operates in the same way as Create by template, except that any new joints that are created are slave joints in a joint group.

In the first example, the selected joint is already a slave or master joint. This is not changed and the new joints are added to the same group and linked to the same master. If the sample joint is not a master or slave joint it becomes the master of a new group. When you have placed all of. This command is useful if you have many identical situations in which you want to repeat a joint such as 25 Cold Rolled Floor Beams to the Hot Rolled Supporting Beam. As with the first and second inputs, select the appropriate members in each location to which you want to copy the joint and then accept.

All of the joints that are placed are added to the same group as the original joint. If the original joint was not in a group, it becomes the master of the new group.

Remove a Joint from a Joint Group If you have a joint that is a member of a group but needs to be different from other members of the group you can remove it from the group, enabling it to be edited independently. Add a Joint to a Joint Group If you have independent joints that you want to make into a group you can use this command to do so. You can only add ONE joint at a time with this command. If the joint is already in a group, the new joint is added to the same group.

If the second joint is not already in a group it becomes the master of the new group. Upgrade to Master When you want to change the configuration of joints in a group you must edit the master joint because all of the editing of the slave joints is disabled. However, you might not know which joint is the master.

If so, you have several options:. When you select Upgrade to Master, the current joint becomes the master of the joint group, enabling you to edit any of the properties in the current Joint Properties dialog box.

Ensure that all of the joints match the dimensions in drawings G and G from Chapter 1, Introduction. However, this results in many sections clashing at their intersections.

When you place joints from the Connection Vault, the sections are shaped around each other to avoid clashes and space is made for the connection plates. This is done by creating Beam Features that modify the shape of the beam. Additionally, beams might need to be shaped around obstacles or each other without forming a joint. In these cases you need to create custom Beam Features. Practice 10a Open the Drawing 1. Open Feature Practice.

This file has been created to enable you to practice Beam Features and to demonstrate specific points. This is done using the Shorten command, which can also add length to a beam. It creates a straight cut across the end of a section and the system line does not change in length. The section immediately changes length and the Shorten Properties dialog box opens. Practice 10b Use a Shorten on a Beam 1. Try a Shorten on the exposed ends of the brown beams. Therefore, entering the correct value in the Y or Z fields in a Shorten command would be difficult.

Regardless of the angle, the exact amount to cut off to meet another section perfectly is not always obvious section sizes are not round numbers. To overcome this you can use the Shorten at UCS command. Practice 10c Shorten at UCS 1. Use Shorten at UCS to cut one of the red beams where it meets the blue beam.

It is a one step process rather than two steps and also has other more powerful options. The second section is cut back to where it meets the flange o the first beam and the Properties dialog box opens. Practice 10d Cut at Object 1. Use Cut at Object where a brown beam meets the blue beam. Use Cut at Object where the other red beam meets the blue beam. However, you often need to be able to only cut a corner from a section, such as when notching around another beam.

You can use the Cope command to do so. The cope is immediately applied and the Cope Properties dialog box opens. This notch is always o Boring Out: Change the type of relief in the corner of the square to the section. Cope, skewed If you need a notch that is not square to the section you can use the Notch, skewed command. The cope is applied immediately and the Cope Properties dialog box opens. Therefore, if the system line is on the o Boring Out: Select the type of relief in the corner of the outside face of the cut.

Practice 10e Cope and Cope, Skewed 1. Use Cope and Cope, Skewed on the points where the brown and red beams meet the blue beam. Compare this with a Cope, Skewed on the bottom flange of the green beam. This tool is designed to create an ideal cut.

The coping is applied immediately and the Parametric Cope Properties dialog box opens. You can also add corner relief for the cuts. This creates a shortening and two copes and other cuts for the corners if needed. These individual features are combined into the Parametric Cope joint. The beam is cut immediately and the Element Contour Rule Properties dialog box opens. If not selected, the end of the. This creates a single shaped cut through the modified beam and a shortening if that is selected.

This joint has more power than the Parametric Cope joint and is the preferred option in most cases. Practice 10f Create a Parametric Cope — Joint 1. You can use the Beam Clearance command to move a beam along a main beam to the required distance. Practice 10g Beam Clearance 1. Use Beam clearance to move the second brown beam so that it is within units of the first brown beam.

A variety of additional features can be used to achieve this. Essentially, they all work in the same way. Rectangular Contour, Centre It enables you to create a rectangular cut out using a single reference point to define the location. The cut is placed immediately at a default size and the Contour Processing Properties dialog box opens.

Rectangular Contour, 2 Points It enables you to create a rectangular cut out using two reference points to define the location and size. The cut is placed immediately at the defined size and the Contour Processing Properties dialog box opens. Circular Contour, Centre It enables you to create a circular cut out using a single reference point for the location.

The cut out is placed immediately at a default size and the Contour Processing Properties dialog box opens. Circular Contour, 2 Points It enables you to create a circular cut out using two reference points to define the location and size. Polygon Contour It enables you to create a shaped cut out in a beam. The edges of the shape can be straight lines or arcs. If you want to have an arc for an edge of the shape, enter A for the Arc option.

Select points to define the arcs as required. Each arc is tangential to the previous segment. The shape that you have defined is cut through the beam and the Contour Processing Properties dialog box opens. You can draw the required shape as a polyline before using this command, if you prefer.

At the Please specify start point or select [Polyline s ]: prompt, enter P for Polyline and select the polyline to cut the predefined shape out of the beam. Contour Processing Properties The Contour Processing Properties dialog box is very similar, but you have created the shape. This option enables you to set the clearance after defining the shape. Enter a value to expand the shape by that distance in every direction. If not selected, the cut is infinitely deep in that direction.

When a contour is created it is usually infinitely deep in both directions Side 1 and Side 2 are not selected. When working on the web of a section, this does not matter.

If you are working on the flange of a section the cut goes through both flanges. To only have the cut go through one flange, you need to select one of the Side 1 or Side 2 options and enter a depth e. It is not easy to determine the direction of Side 1 or Side 2, so you have to experiment. It does not matter The depth is measured from the system line of the section.

In this case to prevent the cut going through the contour. The Position flange nearest to the system line, you need to select one of the sides relative to the and enter a negative depth e. The effect of the depth is more selected point can still apparent if your cut crosses the web of a section. Therefore, if you need a cut out but only know one reference point such as that the middle of one end of the rectangle must line up with the node at the end of a beam , use the By center option to create the cut out and then change the position in the Positioning tab.

Practice 10h Experiment with Contours 1. Try using each of the contour features. Try cutting the flange of the blue beam where the yellow beam cuts it. Try cutting the flange of the green beam where the blue beam cuts it.

Ensure that you only cut one flange. To return to the feature properties and edit them, you must select the green shape and select Advance Properties or Advance Joint Properties when editing an Element Contour — Rule or Parametric Cope — Joint. Presentation Type The green shape is often not displayed.

To edit the feature you must display the shape first. Alternatively, there might be many green shapes in the display and you might want to hide them. The cut out in the beam is always displayed, regardless of whether the green shape is displayed or not. Several options are available for changing the display of the features:. In the Display Type tab, select Standard to hide the features or Features to display the green shapes.

If you want to hide all of the beam features in the model you can do the following:. This cuts the beams straight across at a bisecting angle and then optionally welds them together.

The beams are cut at the bisecting angle and the Miter Properties dialog box opens. If you want the beams to be welded together you must select Create Weld in the Cut tab.

The cuts are made and you are returned to the Command Prompt. Merge Beams It joins two or more beams into one. The beams must be in line, meet end to end, and be of the same section. If they meet end to end, the beams are converted into a single object. Practice 10i Modify Columns 1. Modify Columns C4 and D4 in the training structure. Modify the tops of the top of the RHS columns on grid C4 and D4 ready for the joint, as shown in the drawings.

Practice 11a Open the Drawing 1. Continue working in Feature Practice File. Therefore, you need to set the UCS as required first. Rectangular Plate, Centre It enables you to create a rectangular plate using a single reference point for its position. A single plate is created on the XY plane at the selected location with the default dimensions.

The Plate Properties dialog box opens. Rectangular Plate, 2 Points It enables you to create a rectangular plate using two points to define its position and size. A single plate is created with its corners on the selected points.

Rectangular Plate, 3 Points It enables you to create a rectangular plate at any angle to the XY plane using three points to define its position and size. A plate is created using the defined shape, the size is defined, and the Plate Properties dialog box opens. A plate is created matching the shape of the polyline and the Plate Properties dialog box opens.

Circular Plate If you want to create a circular or ring-shaped plate, you can do so with this command. Your plate is created with its center point at the current UCS origin. The plate that is created is a square plate with plate features for creating the curved edges and hole as required. Set the length and width of the plate as needed.

Use the icons for the three basic options or enter a value in the field if another position is required. A folded plate is considered a single object for drawing and manufacturing purposes. Although very powerful, the software is not a sheet metal package. If a fold does not cover an entire edge, a bend relief is not modeled. Therefore, the fold is modeled as a tear. Corner reliefs are not modeled at any time either. Folded Plate without Position Adjustment Convert two neighboring plates into a folded plate.

These plates should be positioned with the joined edges touching in the required location. Any plate features that already exist in the individual pieces of plate are preserved and remain in the correct position relative to the piece of plate. Folded Plate with Position Adjustment It joins any two plates together into a folded plate. The second plate is moved and rotated so the selected edges are joined and the plates do not have to be touching at the start.

The second plate is moved so that the midpoints of the selected edges touch and is then be tilted to the specified angle. Any plate features that already exist in the individual pieces of plate are preserved and remain in the correct positions relative to the piece of plate. When setting the sizes of individual plates remember to allow for the plate thickness in your required final dimensions. The individual plates on the left are aligned before the fold is applied.

Create Conical Folded Plate It creates a folded plate between any two closed polyline shapes. This was originally used for hoppers or ducting type shapes in which rectangles are converted into round sections. The command can merge any two shapes together. Complete the required options before continuing. A shaped folded plate is created, merging the two selected shapes. Create Twisted Folded Plate It creates a twisted, folded plate between any two lines, arcs, or polylines.

Complete the required settings before continuing. A folded plate with flat facets is created to go between the two selected edges. If the shape can be created using fewer facets than you set in the Properties dialog box it is done. If the two elements. The polylines can include straight or arc segments, but you cannot use a curved polyline one that uses the Fit or Spline options.

Fold Line Properties After it has been created, the folded plate is treated as a single object. After creation you cannot return to the Conical Folded Plate Properties dialog box.

If you select a flat piece of plate and select Advance Properties the normal Plate Properties dialog box opens. If you select the curved portion of plate between two flats and select Advance Properties the Fold Line Properties dialog box opens.

If you change the angle the associated plate moves to suit. All of the features in the plate are preserved in the plate segment. Check Unfolding When creating folded plates it would be possible to model something that could not be developed into one sheet of material.

To ensure that you have not done so, you can use the Check Unfolding command. If you enter Yes a preview of the theoretical unfolded outline displays, enabling you to identify where the overlap would occur. If no message is displayed, the plate can be safely developed into a flat pattern. There are special commands for drawing the grating, but after creation it can be modified, etc. Gratings are modeled as a flat plate shape, but are visually distinguished by the hatch pattern that is applied to one surface.

The details of the hatch pattern are representative and do not match the exact specification of the grating. Standard Grating It creates a model of a standard grating panel. A default grating panel is created and the Standard Grating Properties dialog box opens.

In the Shape and Connector tab, select the required grating. A grating is modeled with the straight edges of the shape you have defined and the Variable Grating Properties dialog box opens.

A rectangular piece of grating is modeled between the selected points and the Variable Grating Properties dialog box opens. Set the grating specification as required in the Shape and Connector tab. Span Direction The span direction of the grating the direction of the largest sections is indicated by the direction of the hatch pattern and a symbol in the middle of the hatch. For a Standard Grating, the span direction is always parallel to the shortest edge of the panel.

For a Variable Grating you can set a custom span direction. When created, a span direction that is parallel to the UCS X-axis is set. You can modify this setting, if required. Practice 11b Remodel Ducting and Add Plates 1. Recreate the ducting in the Feature Practice file. This requires that the four plates be turned into a folded plate and then a conical folded plate be created based on the yellow polyline and circle provided. They are located at the bottom of the palette. These features work in the same way as the UCS versions, but the direction of the cut is always perpendicular to the surface of the plate.

As with beams, you might need to cut holes or shapes into plates. This is done using Plate Features. Contour features create cut outs of a closed shape anywhere on your plate. In each case, the contour shape is drawn in the current UCS. Therefore, you always need to ensure that the UCS is set correctly first usually on top of your plate. Rectangular Contour, Centre, UCS It enables you to cut a rectangular shape through a plate based on reference point for the position.

The Contour Processing Properties dialog box opens. Rectangular Contour, 2 Points, UCS It enables you to create a rectangular cut out in a plate using two points to define its position and size. A rectangular cut out is created in the plate between the two selected points and the Contour Processing Properties dialog box opens.

Circular Contour, Centre, UCS It enables you to place a circular cut out in a plate using one reference point for the position. A circular cut out is created at a default size and centered on the selected point. Circular Contour, 2 Points, UCS Creates a circular cut out in a plate using a center point and radius to control its position and size. Please identify the object which is to be modified: Select the plate that you want to cut.

A circular cut out is created at the specified position and size and the Contour Processing Properties dialog box opens. The arc is tangential to the last segment. A cut out of the specified shape is created and the Contour Processing Properties dialog box opens. Alternatively, you can draw the required shape as a polyline before using this command.

At the Please specify start point or select [Polyline s ] prompt, enter P for the Polyline option and select the polyline. Your predefined shape is cut out of the plate. Element Contour It makes a cut through a plate around a section. The cut is created matching the shape of the selected section and the Contour Processing Properties dialog box opens. Set the size of the cut out.

This distance measures from the green shape. If the UCS is not parallel to the surface of the plate, or if using Element Contour and the section is not perpendicular to the surface of the plate, the shape is not square to the plate. The cut is still the defined shape and avoids a clash with the other members. However, for manufacture it is easier to have the edges of the cut perpendicular to the plate surface, so the Straight Cut option is intended to be used in this situation.

Practice 12a Ducting 1. Cut the Duct around the blue beam in the Feature Practice drawing. At the end of the ducting in Feature Practice file, cut a contour around the blue beam with a 5mm clearance. These features work in the same way as those above, but the direction of the cut is always perpendicular to the surface of the plate.

The UCS position is not important. Corner Cut Cuts a corner from your plate by selecting near the corner that you want to cut. The cut is placed at a default size and the Edge Processing Properties dialog box opens. Set the required size for the chamfer or type of the fillet. The distances are measured from the corner along the edge of the plate.

Bevel Cut It Cuts a chamfer along one of the long edges of the plate. A chamfer is placed along the edge and the Weld Preparation — Bevel Properties dialog box opens. Enter the required angle and leg length s for the chamfer or select the fillet type.

Note that Weld preparations are not usually displayed on the model in shaded views. If you want to display them you must set the Display Type of the plate to Exact with Weld Preparations. Split Plate by Two Points It cuts a plate into two pieces with a straight cut between two defined points.

Merge Plates It combines multiple plates with common edges into a single plate. Note that each plate must share at least one edge with one of the other selected plates. The type of object that is currently placed depends on the setting of the switch. The icon next to the switch indicates which mode is active. It is recommended that you ensure that the UCS XY plane is on the surface of the objects that you want to join before using these commands. When a bolt pattern is created, the holes to be used by the bolts are created automatically.

Rectangle, 2 Points Places a rectangular pattern of bolts based on two points that define the position and spacing. A pattern of bolts is placed and the Bolts Properties dialog box opens. Rectangle, Corner Point Places a rectangular pattern of bolts based on one corner to define the position and spacing. If the joint box encloses the required objects, double-clicking on the joint box opens the Joint Properties dialog box for that group.

The joint box is not normally displayed when the objects are first created. However, if the Joint Properties dialog box is opened after the initial creation, the joint box is displayed. The joint box contains the intelligent link between the objects.

It is possible to delete the joint box without deleting the objects that it controls see 4. If a joint box is deleted the objects within it remain in the model, but no longer have an intelligent link to each other or behave like a joint. Instead, they become independent items. Models can very quickly become cluttered with many joint boxes on display. It is important that you do not delete these boxes.

To clear the display, the joint box can be hidden as follows:. Note: It is very important to clear the object selection at the end of the command. If this is not done the joint boxes remain selected even though they are hidden. This can cause problems. For example, if you deleted an object as your next action you would delete every joint box in your model, removing the intelligence from every joint in the project. Therefore, if you want to erase the group you do not need to select every element of the group, you can just select and delete any member of the group.

Any related members that are affected by the deleted group are restored as required e. The software commands often perform several operations at the same time.

For this reason it is A Node snap is placed at either end of every system line, every recommended that corner of a plate, either end of every grid line, and the reference point you only have the of every beam or plate feature.

Node snap active for running objects snaps A Center snap is placed in the geometric center of a plate and use object snaps overrides regardless of its shape. It is located in the Advance Steel Tool Palette. The icon and name always display as the same and the mode that you are activating is displayed in the Command Line.

This is indicated on the screen by a yellow symbol displaying the point that you are actually selecting in addition to the Osnap symbol at the point that you are picking. All object snaps select full 3D locations. These directions are labeled X, Y and Z.

In 3D you need to add the Z-direction. To do so, type an extra comma and the distance, such as 20, 10, 50 i. This is not changeable and forms a permanent fixed reference.

The three axes are always at right angles to each other. When coordinates are entered they are always measured using the current user coordinate system. In these commands the objects are often placed on an imaginary plane between the X- and Y-axes called the XY plane. It might help you to imagine the XY plane as a piece of graph paper on which you are going to draw while the Z-axis is the pencil.

Move UCS This command moves the current origin to a new location. Move UCS. It is not possible to go anti-clockwise. Click the command repeatedly until the required orientation is achieved. Rotate UCS around X. Rotate UCS around Y. The axes are also aligned according to the object.

A number of triads 3D cross-hairs display in different colors. Each triad represents a possible position for the UCS. The origin is placed at the point of the triad.

The longest line pointing away from the surface becomes the positive Z-direction. The medium length line becomes the X- direction and the shortest line becomes the Y-direction. When selecting the object at the first prompt, if the entire object is displayed on the screen, the triads are placed around the entire object on key surfaces and points. For example, in an I beam this would be the center of the top surface of the top flange, center of the bottom surface of the bottom flange, center of either surface of the web, and center of each end.

Alternatively, if the object is only partially displayed on the screen, six triads are displayed around the exact point that you select. UCS View. The UCS is rotated so that the Z-axis points straight out of the screen at the viewer and the X-axis points to the right. When relevant, the UCS must always be set before using the other command. To identify how to set the UCS appropriately for the command you are about to use, read the tooltip that displays when you hover over the icon.

However, the plate, grating, and feature commands still operate in the current XY plane. UCS Z axis should be vertical However, there are a few exceptions that you learn about in this training guide. If you want to ensure that a grid is drawn on each floor plan, it is generally recommended that you draw a grid and level symbol at each floor level. Grid This command creates two sets of four grid lines that are parallel with the current X- and Y-axes respectively and on the current XY plane.

The lines are equally spaced over the total size entered. Single Axis This command creates a single grid line in any direction on the current XY plane. Start point: Select a point or enter coordinates for the start of your line. Grid with 4 Axes This command creates a set of four parallel grid lines in one direction only.

It can be in any direction in the current XY plane. The lines are equally spaced. Start point: Select a point or enter coordinates for the start of your first grid line. The grid lines are on the selected side of the first grid line. The distance measured from the selected point perpendicular to the first grid line is the overall size of the grid. The last grid line goes through the defined point, but this is not necessarily the end of the line. Grid With Groups By Distance This command creates as many grid lines as required in one direction only.

This can be in any direction in the current XY plane. Spacing between grid lines can vary as needed. All of the lines are parallel and of an equal length. Start point: Select a point or enter coordinates for one end of the first grid line. For example, enter 0, 0.

The number in brackets is the total cumulative distance not the default entry. Repeat as often as needed until the full grid has been defined. This dialog box is often automatically opened at the end of the command that creates the grid.

The spacing of the last grid line s is reduced if the size is reduced and extra lines are added if the size is increased. It does not have an effect if Automatic Label is still selected in the Total tab. Complete the label and distance options as needed.

Grid labels are not The only type of Grid Line that has different properties is a curved ordinary text, but are Grid Line. The Total tab of the properties is replaced by a Curved tab special objects. They that is very similar, but displays the radius of the line rather than the resize automatically as overall grid size. The other options in this tab work as they do for you zoom in and out of straight grid lines. The Sequence and Single Grid Line tabs do not the model.

The size of exist. Delete Axis This command removes a single grid line from a group of lines without affecting the spacing of the remaining lines. The selected line is deleted and the labels for other lines in the group are updated accordingly. Add Axis Adds a number of grid lines into a group.

The other lines in the group are moved up by the total size of the new lines. The new line s are added after the selected line. The new lines are drawn at the specified spacing. The existing lines are moved up by the total overall size of the new lines e. You cannot cut a section from the middle of a grid line.

You can only select a. The lines are only cut after you accept. Extend Grid Lines Similar to the AutoCAD Extend command, but for grid lines, it adds length to an existing grid line to have it meet the selected boundary element. The lines are only extended after you accept. These are used to identify the elevation of a point according to a specific datum often sea level. The Advance Steel Level Symbols enable you to define a global datum level. Level Symbol The level symbol inserts a small symbol into the model to identify the correct height at a specific reference point.

For example, if your site zero is at above Sea Level, you would enter as the global datum level. If you then place a level symbol on some beams above the site zero the Relative Level is and the Absolute Level is All of the level symbols in a model share the same Global Datum Level. General Arrangement type drawings often automatically place level symbols or dimensions in the drawings where you have included level symbols in your models. Draw the main building grid and the different grid for the mezzanine.

Grid A1 is at the WCS origin. Ensure that you match the position, directions, and labeling in the drawings. Many buildings are based on or include one of three common types of frame. Portal Frame This macro creates four beams that are arranged as a Portal frame based on several input points.

The frame can be non-symmetrical if required. A symmetrical frame is created with a default height. The Portal Frame Properties dialog box opens. When creating a symmetrical frame, other specific options are disabled.

If you change this value column 2 moves to suit. Changing it adjusts the rafter beams. Changing it adjusts the height of the columns. For example, if you selected points on a grid at level 0, but the foundations and base plates were actually at level , you should enter here. The Eaves haunch joint commonly used at such locations enables you to add a stub here and that is usually more correct. Note: The images in the dialog box help to clarify the available options.

Gable Frame A gable frame is a Portal frame with extra columns across its width. Two extra tabs display in the dialog box. Mono-pitch Frame A Mono-pitch frame has a single rafter spanning the entire width rather than two rafters meeting at an apex, as in the Portal frame.

The frame is drawn with a horizontal rafter and the Mono pitch Properties dialog box opens. Note: It is not usually necessary to set a projection here because the Eaves Haunch joint typically used in these locations includes options for a stub to be added.

Practice 7a Draw a Portal Frame 1. Continue working in the model that was created in the previous practice. Draw the frame between grids A1 and A3. Ensure that you match the sections and dimensions to the structure. You can select the required section from a list. When drawing beams it is recommended that you use object snaps at logical design points and have the system lines meet each other. Straight Beam For a straight beam the method is the same no matter what section type you want to create, but there are different icons for each generic family of sections.

The beam and column creation commands allow you to create multiple sections without being interrupted by the properties dialog after creating each object. When you finish the command, a dialog appears, showing the common properties for the sections created in the last instance of the command. Changes made in the properties dialog apply to all sections created in the current command instance.

Curved Beams A curved beam of any section can be placed as follows:. The beam is created in the last section type used. The Beam Properties dialog box opens enabling you to select the section and other required properties. An additional Radius option is located in the Positioning tab.

Curved beams display as faceted on the model, but are always recognized as true curved beams in the drawings. This display is for performance purposes. Beam from Line If you need to create many beams, you might find it convenient to lay out all of the beam paths with ordinary AutoCAD elements and then convert them into beams. The selected elements are all converted into individual beams with the same properties. If you selected polylines, each segment of the polyline is an independent beam compare this with Beam from Polyline.

Beam from Polyline If you want to model a beam that has been bent into a shape other than a simple arc you need to use the Beam, polyline command. These create common configurations of beams that are created using flats welded beams or sections compound beams , and welded together to form new profiles. These work like normal Straight beams with a slight change in the Properties dialog box. The Sections tab is used to set the type and size of each individual member. Although made from several members these beams are treated as a single object as opposed to modeling several individual members with the straight beam commands.

Cold Rolled Sections A large range of sections from specific cold rolled suppliers are also available. Each icon pre-selects the stated manufacturer, but the rest of the functionality is the same as any other straight beam.

The system called first drop-down arrow enables you to select the family of Preferred Sizes. The fourth drop-down arrow requirements. Autodesk representative for o Material: Enables you to select the material from which more information. The first drop-down is the type of material e. Note: Each of these drop-down lists is filtered to only display options that are common in your location depending on the language selected during the installation.

If the required option is not displayed in the short list, you can use the All option at the bottom of the list. Selecting it displays the full list of all of the entries that are included in the Autodesk Advance Steel software. Warning: For non- o Offset: Select how you want the beam to be positioned symmetrical sections, relative to the selected points.

The image of your beam such as Channels, type has 10 positions from which you can select. Nine of Angles, and T these positions represent the four corners, the middle of sections, the the four sides, and the center. The tenth dot represents the positions in the Centre of Gravity of the section.

Normally vertical middle of each side line up with the center members, such as columns, are placed using the Center of gravity and position. Horizontal members, such as floor beams, are therefore are often typically placed using the Top Middle position. NOT in the middle of that side. Note: A line is drawn between the two selected points. It is called the System Line and does not move when you select these position offsets.

The beam moves around the line. Always draw the system line between your nominal design points and enable the Autodesk Advance Steel software to determine the detail. When a beam is first placed the. The flanges align automatically. If the box next to single part is checked, it indicates that the part is a single part. If the box next to Main Part is checked, it indicates that the part is the main part of the assembly. This is selected in the drop-down list. When an object is created by an Advance Steel macro, the appropriate model role is assigned automatically.

When you create an object manually, you must manually assign the model role. Only straight beams can be cambered. You might need to manually specify a Cambered Beam drawing style to benefit from this feature. Assembly Fabrication Data is available only after you define the assembly by numbering or using Define as main part from the element properties dialog in the Naming tab. The Assembly Fabrication Data is defined on assembly and is identical for all the assembly components.

Approval status, Approval status code and Approval comment mark the modeling status of an assembly. Object Fabrication Data is always available and is defined on each object, even if some objects have the same Part Mark. Practice 7b Draw Beams and Sections 1. Draw the remaining members of the structure. Model all of the remaining beams and sections in the structure except the bracings. Carefully orient and position each beam on the outside platform correctly.

Although these commands each have an icon they behave as they would when using the command in the Transform Elements command and dialog box. They also use the last setting of the Include additional connections option in the Transform Elements dialog box. You might want to move, rotate, or change the length of a section.

Alternatively, if you have a number of similar objects it might be easier to make one and copy it rather than modeling each one individually. This enables you to control the display by easily identifying objects that are displayed differently and to only hide and display selected objects.

When you work on this layer, objects that are created by the software are automatically placed on different layers depending on their object type. Normally, the layer on which an object is placed matches the type so that all of the sections are placed on the layer Beams, plates on Plates, bolts on Bolts, etc.

If you change the current active layer to anything other than Standard all of the objects are placed on the current layer, regardless of their type.

You can hide, freeze, and lock layers as needed. However, objects on frozen, hidden, or locked layers cannot be edited. All of the members of a Railing are then placed on the layer Railings, rather than on Beams and Plates. Objects with their Model Role set to None are placed on the original layers. It is recommended that you use the basic CAD command if the resulting object does not require any intelligent handling during the operation.

Some of the basic CAD commands are also not very suitable to 3D e. For example, the following operations can be performed using the standard CAD commands:. Drag the grip at the end. Match Properties. Use Transform Elements. After accepting the selection you are returned to the dialog box. If the objects are part of a joint e. If it is not selected, any relationships between the selected elements and others are ignored.

If you want to include joints between beams in the operation, do not select every member of the joint, just select the beams that are between the joints and ensure that this option is selected.

Different operations enable and disable different options in the rest of the dialog box. Always select the operation before attempting to complete any other options because the values change when you change the operation. If you follow the prompt, note the highlighted object in the selected objects.

Identify the corresponding object in the new location and select it. However, if you do so the intelligence is lost. Repeat this for all of the prompts. The edits are done. You can zoom, rotate, and pan as needed to inspect the result, but do not select another command.

All of the new objects that have been created during transform are independent of the originals. Any joints created maintain their full intelligence.

Therefore, to copy the complete Portal frame with joints from grid lines A to B, C, and D, you would need to do the following:. In each case the Transform Elements dialog box has buttons that enable you to select points or offsets on screen using object snaps.

This way you can achieve the correct value according to the current UCS, and have it relate to your operation. Always test your entries using the Preview button rather than clicking OK immediately.

If you do need to undo a transformation, a number of Undo commands are required. Although these commands each have an icon, they behave the same as when using the command in the Transform Elements command and dialog box. If you only want to extend, select Extend.

If you want to do a mixture of both, select Auto. Enter the required option. Note that this prompt is over two lines. Do not forget to read both lines if the prompt displays Select Objects:. Each beam is modified immediately. You can select individual beams or use a window selection to select multiple beams. The end nearest to the pick point is changed. Edits take place immediately as you proceed. If you use the Auto mode to trim a beam, the side of the boundary object that is the shortest is the end that is cut off, regardless of the side that you select.

If you use the Trim mode, the beam is cut on the side of the boundary object that you select. In the following example, the blue beam is the cutting boundary. The brown beam is selected to cut at the point at which the cursor is displayed. The result with. When drawing beams, it is recommended that you use object snaps at logical design points and have the system lines meet each other.

You do not need to edit the system lines to the exact length of the finished machined member, although it is preferable if it is close. If one of the members is subsequently edited, the joint automatically adjusts the length of both beams as required. Therefore, you do not need to use this command very often. However, if the system line is noticeably different from the finished beam length it could have a negative effect on drawing quality. Sometimes a joint can be unique, but usually an engineer selects one of the many standard types of joints.

To make a joint, the beams must meet and be shaped around each other as needed. Additional plates, bolts, and welds are also usually required. The Connection Vault interface is used to organize all of the types of available joints. To place a new joint, it is recommended that you always start with the connection vault. The vault has three panes. The pane on the left contains a list of the many types of joints in a category type structure.

Use the category symbols to expand and collapse the groups of related joints. Select a joint name to display images of examples of the joint in the top right pane. These previews are only examples and not an exhaustive representation of what can be achieved. The lower right pane displays a description of the joint and some additional information. Making a Connection An intelligent connection is made between two or three beams as follows:. These are generic prompts.

The exact prompts vary depending on the joint that you have selected e. After selecting the inputs, a small alert box might open prompting you that Template values were not found. Take defaults of the connection. This is for information only. Click the OK button to proceed. Note: This information might appear in the command line, depending on the default.

In engineering terms, when placing a joint, the secondary beam transfers its load onto the main beam. In each case, due to the complexity of the joints and the number of parameters that can be varied, a large number of options are displayed in a large number of grouped tabs. It would be overwhelming to try and list every option. Therefore, this training guide provides an overview of some of the common options or properties. To help you to identify the option or parameter that you need to set to adjust a specific dimension or position, each tab in the Properties displays an image of the various numbered dimensions.

The property options in that tab have corresponding numbers. Find the numbered dimension in the image and enter the required value in the field with the same number. For example, if the overall length of the end plates is dimension 3 you need to adjust it using the value in the 3. Length: field. Note that various options might be disabled. This is often because of the way in which another option has been set. In the example, 3. In this option, fields 4 and 5 are valid and the overall length is calculated.

If you would rather set the overall height of the plate, you need to change End plate length type to Exact Value from Top or Exact Value from Bottom. Field 3 becomes available, enabling you to enter the required length. Field 4 or 5 is disabled and calculated as needed. Sometimes the options interact over several tabs in the Properties dialog box.

Therefore, you might need to change the settings on the other tabs to enable a specific option on a specific tab. Sometimes certain types of joints can have unexpected results when applied to non-symmetrical sections, such as Channels or Angles. In most cases the required result can be achieved by trying different options and settings. For example, depending on the section orientation, the Top and Bottom could be swapped when manipulating a joint on a Channel type section.

Plate and Bolt Sizes and Projection Option The various parameters of the plates and bolts are usually on tabs that are grouped together under General or Plates and Bolts. The sizes of the end plates or other plates that are created by a joint can be set in several ways. If the section is edited and changed later, the plate size and the spacing in the joint change automatically to maintain the same projection dimensions.

The plate size is then calculated based on the overall bolt spacing. If the section is edited later, the joint updates automatically to maintain the bolt positions relative to the new section size and the plate size relative to the bolt positions. If the section to which the plate is fixed changes, the plate size does not update but remains at the set size. You might want to select Projections or By Bolt so the joint updates when a section changes size.

However, there might be problems. Most standard sections do not have a convenient overall size. In many standards, the overall size is not the same as the nominal size. For example, a UK Universal Beam x x 43 actually measures If you add a 50 Projection to this, the finished plate would measure These are not good dimensions to which to manufacture. In most cases it is preferred, and cheaper to manufacture, if you use dimensions that can be constructed from standard Flat sections.

Therefore, in this example, plates measuring wide could be cut long from a Flat x. For Bolt spacing, the equivalent of the Projection option would be the From Section option or a similar option. It is often recommended that you use another option and set the round dimension for the spacing, rather than having bolt centers, such as The Bolt type and diameter can be set in the Bolts and Holes tab. Each type of bolt has specific combinations of nuts and bolts such as Standard or Nut and 2 Washers that are valid and you must select one of them in the Bolt Assembly box.

The bolt diameter can be set in the Diameter field. The bolt length is automatically selected from a list of standard bolt lengths that have been defined in the software.

The options and dimensions controlling the plate sizes in joints are often located in the same tabs as those for the bolts. In general there is a set of options for Notches that enable you to control the clearances that are required for each case. In most cases the plates or other sections that are created as part of a joint are welded to one or another member of the joint.

The sizes of these welds might need to vary to suit the section and loading and this can be done in the Welds tab. Many joint types enable extra plates to be welded in to strengthen the joint.

These plates follow fixed rules and are controlled by sets of options on tabs called Stiffeners. Depending on the type of joint there might be extra options that are unique to that type of joint. These options typically have an extra tab in the Joint Properties dialog box. The first option on the tab is generally a tick box to enable the option, although this might be located on another tab.

Rather than having to create each joint and repeatedly set all of the parameters individually, there are several ways to efficiently repeat a joint. All of the joints remain independent of each other. Repeat Rule If you want to create another joint of the same type, but not necessarily with the same parameters, you can use the Repeat Rule command instead of using the Connection Vault again.

This places the joint and opens the Joint Properties dialog box I which you can set the required parameters. Joint Copy If you want to add another joint with the same type and parameters as an existing joint to your model, you can use the Create by template command. When all of the required. The Joint Properties dialog box does not open. Joint Copy, Multiple If you have many identical or similar situations in which you want to repeat a joint such as 25 Cold Rolled Floor Beams to the Hot Rolled Supporting Beam , you can use the Create by template, multiple command.

You should select all of the main beams for all of the required locations to which you want to copy the joint and then accept. For example, in a Double Sided End Plate it is one of the secondary beams. You should select one secondary beam in each location to which you want to copy the joint and then accept. As with the first and second input, select the appropriate members in each location to which you want to copy the joint and then accept.

All of the joints that are placed have identical parameters to the one copied. The joint box is not displayed. Note: Be careful when using this with double-sided joints, because it might result in two copies of the joint in the same location. Note: Do not try to place too many of variations in one move. While the command is good at identifying different orientations or configurations, if you include too many in one command, problems can occur. The Library is located on a tab in the Joint Properties dialog box.

It includes columns for every parameter in the joint. In each case the table includes columns stating the class and size of the member s on which the joint was placed and a comment or name for the entry. If it finds a match, it applies the settings stored with that entry in the Library. The selected line in the table is normally highlighted in blue.

Therefore, you do not need to set multiple parameters each time you place the joint. The software does not search the table when you are using Create by template or Create by template, multiple because these commands are designed to copy the same It is possible to turn parameters as the selected example joint. This is not an error. It is information that your joint instead.

To do so, in does not match a pre-defined configuration. Select corresponding parameters are applied immediately. There can be a recognized standard for providing set dimensions and sizes that have been defined for a specific load on a specific joint type.

The Library is the ideal place in which to define these parameters, so they can be used easily. These recognized pre-defined settings have been stored in the Library as part of the standard installation. Once applied, there is no link between the joint parameters and the Library. Therefore, you can override any setting without affecting any other joints or the table.

New entries are usually, but not always, at the bottom of the table. New entries display a dash in the Comment column. To maximize the The Library entry is now available for use in any future joints of that power and flexibility type.

The Library is stored on a specific PC, which remains available of the Table and to for all of the projects and users on that PC. You can also set the preferred default values that can be used when a better match is not found by creating a Default entry in the table.

These are outside the scope of this training guide. Ask your Autodesk representative for more information. Sometimes, you might need to link a number of joints together so that if one changes, they all change together and continue to match. In this case you can use the joint group commands. When joints are in a joint group, one joint is the master and the others in the group are slaves and must always match the master. Any changes to the master joint are immediately applied to all of the slave joints.

If you open the Advance Joint Properties dialog box for a slave joint you can note all of the settings for the options, but they are all grayed out and disabled to prevent editing. Create a Joint in a Joint Group This command operates in the same way as Create by template, except that any new joints that are created are slave joints in a joint group. In the first example, the selected joint is already a slave or master joint.

This is not changed and the new joints are added to the same group and linked to the same master. If the sample joint is not a master or slave joint it becomes the master of a new group. When you have placed all of. This command is useful if you have many identical situations in which you want to repeat a joint such as 25 Cold Rolled Floor Beams to the Hot Rolled Supporting Beam.

As with the first and second inputs, select the appropriate members in each location to which you want to copy the joint and then accept. All of the joints that are placed are added to the same group as the original joint.

If the original joint was not in a group, it becomes the master of the new group. Remove a Joint from a Joint Group If you have a joint that is a member of a group but needs to be different from other members of the group you can remove it from the group, enabling it to be edited independently. Add a Joint to a Joint Group If you have independent joints that you want to make into a group you can use this command to do so.

You can only add ONE joint at a time with this command. If the joint is already in a group, the new joint is added to the same group. If the second joint is not already in a group it becomes the master of the new group. Upgrade to Master When you want to change the configuration of joints in a group you must edit the master joint because all of the editing of the slave joints is disabled.

However, you might not know which joint is the master. If so, you have several options:. When you select Upgrade to Master, the current joint becomes the master of the joint group, enabling you to edit any of the properties in the current Joint Properties dialog box.

Ensure that all of the joints match the dimensions in drawings G and G from Chapter 1, Introduction. However, this results in many sections clashing at their intersections. When you place joints from the Connection Vault, the sections are shaped around each other to avoid clashes and space is made for the connection plates. This is done by creating Beam Features that modify the shape of the beam. Additionally, beams might need to be shaped around obstacles or each other without forming a joint.

In these cases you need to create custom Beam Features. Practice 10a Open the Drawing 1. Open Feature Practice. This file has been created to enable you to practice Beam Features and to demonstrate specific points. This is done using the Shorten command, which can also add length to a beam. It creates a straight cut across the end of a section and the system line does not change in length.

The section immediately changes length and the Shorten Properties dialog box opens. Practice 10b Use a Shorten on a Beam 1. Try a Shorten on the exposed ends of the brown beams. Therefore, entering the correct value in the Y or Z fields in a Shorten command would be difficult. Regardless of the angle, the exact amount to cut off to meet another section perfectly is not always obvious section sizes are not round numbers.

To overcome this you can use the Shorten at UCS command. Practice 10c Shorten at UCS 1. Use Shorten at UCS to cut one of the red beams where it meets the blue beam. It is a one step process rather than two steps and also has other more powerful options. The second section is cut back to where it meets the flange o the first beam and the Properties dialog box opens. Practice 10d Cut at Object 1. Use Cut at Object where a brown beam meets the blue beam.

Use Cut at Object where the other red beam meets the blue beam. However, you often need to be able to only cut a corner from a section, such as when notching around another beam. You can use the Cope command to do so.

The cope is immediately applied and the Cope Properties dialog box opens. This notch is always o Boring Out: Change the type of relief in the corner of the square to the section. Cope, skewed If you need a notch that is not square to the section you can use the Notch, skewed command. The cope is applied immediately and the Cope Properties dialog box opens. Therefore, if the system line is on the o Boring Out: Select the type of relief in the corner of the outside face of the cut.

Practice 10e Cope and Cope, Skewed 1. Use Cope and Cope, Skewed on the points where the brown and red beams meet the blue beam. Compare this with a Cope, Skewed on the bottom flange of the green beam. This tool is designed to create an ideal cut. The coping is applied immediately and the Parametric Cope Properties dialog box opens. You can also add corner relief for the cuts. This creates a shortening and two copes and other cuts for the corners if needed.

These individual features are combined into the Parametric Cope joint. The beam is cut immediately and the Element Contour Rule Properties dialog box opens. If not selected, the end of the. This creates a single shaped cut through the modified beam and a shortening if that is selected. This joint has more power than the Parametric Cope joint and is the preferred option in most cases. Practice 10f Create a Parametric Cope — Joint 1. You can use the Beam Clearance command to move a beam along a main beam to the required distance.

Practice 10g Beam Clearance 1. Use Beam clearance to move the second brown beam so that it is within units of the first brown beam. A variety of additional features can be used to achieve this. Essentially, they all work in the same way. Rectangular Contour, Centre It enables you to create a rectangular cut out using a single reference point to define the location.

The cut is placed immediately at a default size and the Contour Processing Properties dialog box opens. Rectangular Contour, 2 Points It enables you to create a rectangular cut out using two reference points to define the location and size. The cut is placed immediately at the defined size and the Contour Processing Properties dialog box opens.

Circular Contour, Centre It enables you to create a circular cut out using a single reference point for the location. The cut out is placed immediately at a default size and the Contour Processing Properties dialog box opens.

Circular Contour, 2 Points It enables you to create a circular cut out using two reference points to define the location and size. Polygon Contour It enables you to create a shaped cut out in a beam. The edges of the shape can be straight lines or arcs. If you want to have an arc for an edge of the shape, enter A for the Arc option. Select points to define the arcs as required. Each arc is tangential to the previous segment.

The shape that you have defined is cut through the beam and the Contour Processing Properties dialog box opens. You can draw the required shape as a polyline before using this command, if you prefer. At the Please specify start point or select [Polyline s ]: prompt, enter P for Polyline and select the polyline to cut the predefined shape out of the beam. Contour Processing Properties The Contour Processing Properties dialog box is very similar, but you have created the shape.

This option enables you to set the clearance after defining the shape. Enter a value to expand the shape by that distance in every direction. If not selected, the cut is infinitely deep in that direction.

When a contour is created it is usually infinitely deep in both directions Side 1 and Side 2 are not selected. When working on the web of a section, this does not matter. If you are working on the flange of a section the cut goes through both flanges. To only have the cut go through one flange, you need to select one of the Side 1 or Side 2 options and enter a depth e. It is not easy to determine the direction of Side 1 or Side 2, so you have to experiment.

It does not matter The depth is measured from the system line of the section. In this case to prevent the cut going through the contour.

The Position flange nearest to the system line, you need to select one of the sides relative to the and enter a negative depth e. The effect of the depth is more selected point can still apparent if your cut crosses the web of a section. Therefore, if you need a cut out but only know one reference point such as that the middle of one end of the rectangle must line up with the node at the end of a beam , use the By center option to create the cut out and then change the position in the Positioning tab.

Practice 10h Experiment with Contours 1. Try using each of the contour features. Try cutting the flange of the blue beam where the yellow beam cuts it. Try cutting the flange of the green beam where the blue beam cuts it. Ensure that you only cut one flange. To return to the feature properties and edit them, you must select the green shape and select Advance Properties or Advance Joint Properties when editing an Element Contour — Rule or Parametric Cope — Joint.

Presentation Type The green shape is often not displayed. To edit the feature you must display the shape first. Alternatively, there might be many green shapes in the display and you might want to hide them.

The cut out in the beam is always displayed, regardless of whether the green shape is displayed or not. Several options are available for changing the display of the features:. In the Display Type tab, select Standard to hide the features or Features to display the green shapes. If you want to hide all of the beam features in the model you can do the following:. This cuts the beams straight across at a bisecting angle and then optionally welds them together.

The beams are cut at the bisecting angle and the Miter Properties dialog box opens. If you want the beams to be welded together you must select Create Weld in the Cut tab. The cuts are made and you are returned to the Command Prompt. Merge Beams It joins two or more beams into one. The beams must be in line, meet end to end, and be of the same section. If they meet end to end, the beams are converted into a single object. Practice 10i Modify Columns 1. Modify Columns C4 and D4 in the training structure.

Modify the tops of the top of the RHS columns on grid C4 and D4 ready for the joint, as shown in the drawings. Practice 11a Open the Drawing 1. Continue working in Feature Practice File.

Therefore, you need to set the UCS as required first. Rectangular Plate, Centre It enables you to create a rectangular plate using a single reference point for its position. A single plate is created on the XY plane at the selected location with the default dimensions.

The Plate Properties dialog box opens. Rectangular Plate, 2 Points It enables you to create a rectangular plate using two points to define its position and size. A single plate is created with its corners on the selected points. Rectangular Plate, 3 Points It enables you to create a rectangular plate at any angle to the XY plane using three points to define its position and size.

A plate is created using the defined shape, the size is defined, and the Plate Properties dialog box opens. A plate is created matching the shape of the polyline and the Plate Properties dialog box opens. Circular Plate If you want to create a circular or ring-shaped plate, you can do so with this command.

Your plate is created with its center point at the current UCS origin. The plate that is created is a square plate with plate features for creating the curved edges and hole as required. Set the length and width of the plate as needed. Use the icons for the three basic options or enter a value in the field if another position is required.

A folded plate is considered a single object for drawing and manufacturing purposes. Although very powerful, the software is not a sheet metal package. If a fold does not cover an entire edge, a bend relief is not modeled. Therefore, the fold is modeled as a tear. Corner reliefs are not modeled at any time either. Folded Plate without Position Adjustment Convert two neighboring plates into a folded plate.

These plates should be positioned with the joined edges touching in the required location. Any plate features that already exist in the individual pieces of plate are preserved and remain in the correct position relative to the piece of plate. Folded Plate with Position Adjustment It joins any two plates together into a folded plate. The second plate is moved and rotated so the selected edges are joined and the plates do not have to be touching at the start.